Campbell, Scott (MNH)

From: Garland, Edward Sent: Thursday, February 14, 2013 1:26 PM To: Campbell, Scott (MNH) Subject: FW: Model Files for SED 9 MOD Attachments: EFDC_MODEL_INPUTS_130213.zip; Instructions to Run SED 9 MOD Simulation_

130213.pdf

Scott, I’m forwarding the file transfer email from GE/AQEA

Ed

From: Michael Werth [mailto:mwerth@anchorqea.com] Sent: Wednesday, February 13, 2013 8:04 PM To: Garland, Edward Cc: Silfer, Andrew (GE, Corporate); 'Mooney, Kevin (GE, Corporate)' (Kevin.Mooney@ge.com); Svirsky.Susan@epamail.epa.gov; Kevin Russell; Ramzy Makhlouf; Wen Ku Subject: Model Files for SED 9 MOD

Hi Ed – as you discussed with Kevin Russell, attached are model input files for our simulation of SED 9 MOD. Also attached is a document to describe the procedure we used to run the model for this alternative. If you have any questions please let us know.

Mike

Michael J. Werth

ANCHOR QEA, LLC mwerth@anchorqea.com 290 Elwood Davis Rd, Suite 340 Liverpool, NY 13088 T 315.453.9009 X‐125 (Please note new extension number) D 315.414.2025 F 315.453.9010 C 315.278.7616

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http:www.anchorqea.commailto:mwerth@anchorqea.commailto:Svirsky.Susan@epamail.epa.govmailto:Kevin.Mooney@ge.commailto:mailto:mwerth@anchorqea.commailto:Edward.Garland@hdrinc.com

             

             

 

 

                                                                                                                                                                 

                                                                                                                                                                                                      

                             

     

                     

                           

                          

                                      

                                                                                   

                                                 

                                       

                 

                                             

 

Instructions to Run SED 9 MOD Simulation

Introduction

With the exception of the information provided below (and in the attached), the model code, the model inputs, and the procedures to complete the simulation are identical to the instructions and files that were provided as part of the Code Revision Memo sent to EPA following completion of the Revised CMS (dated November 23, 2010). All files that are mentioned in the instructions below are provided in the attached ZIP file EFDC_MODEL_INPUTS_130213.zip. Note that the inputs for this SED 9 MOD simulation were based on GE’s initial understanding of the alternative as of August 2012 – as such, it includes some remedy components that differ from our current understanding of SED 9 MOD (based on clarifications provided by EPA during ongoing discussions). Such differences include: 1) application of activated carbon in Woods Pond after dredging is complete but prior to placement of the cap; 2) application of activated carbon in one large backwater that is partially within Core Area 1 habitat (this has since been determined to be a mapping inaccuracy in the core area habitat), and 3) remediation in Woods Pond to achieve a 6 foot minimum water depth (now understood to be a 6 foot average).

Reach 5/6 Simulation

1. General Model Execution Begin the model simulation using the following files

o Remediation map: REMMAP_SED9mod_120815_rmv.INP, o Remediation schedule: REMSCHEDULE_SED9mod_120815_rmv.INP o Total organic carbon (TOC) inputs: FOCB_061201.INP and PSEUDO_FOCB_061201.INP

NOTE: REMMAP file contains remediation code WMNRDP (see C97 in EFDC_R56_SED9_CMSBASESED9mod_2005_100820.INP) which simulates mechanical removal of sediment in the wet (without replacement) to allow for a cap to be installed later in the simulation

2. Simulation of Activated Carbon Placement in Woods Pond (during intervening years when the Pond is left uncapped prior to completion of remediation in Reach 5) Stop the model after completion of Year 3. At the start of Year 4, restart the model

using TOC input files FOCB_120817_r6.INP and PSEUDO_FOCB_120817_r6.INP. These TOC input files reflect a 10X increase in TOC in Woods Pond for all sediment layers to approximate the effect of placement activated carbon. The same approach is used for simulation of activated carbon in other reaches.

3. Simulation of Activated Carbon Placement in Reach 5B Stop the model after completion of Year 5. At the start of Year 6, restart the model

using TOC input files FOCB_120817_r6_R5B.INP and PSEUDO_FOCB_120817_r6_R5B.INP.

Anchor QEA, LLC February 13, 2013

             

                                

                                           

                                                       

                                           

   

                                    

                                                         

  

 

     

                     

             

                          

                                      

                                                              

                  

                       

                                                    

 

4. Simulation of Cap Placement in Woods Pond (after completion of remediation in Reach 5), and Activated Carbon Placement in Reach 5 Backwaters Stop the model after completion of Year 8. At the start of Year 9:

o Cold start the remediation by changing ISCIREM to 0 in C96 of the EFDC.INP file o Restart the model using the following files to simulate engineered cap placement in Woods Pond, and placement of activated carbon in the backwaters: Remediation map: REMMAP_SED9mod_120815_ecap.INP Remediation schedule: REMSCHEDULE_SED9mod_120815_ecap.INP TOC input files FOCB_120817_r6_R5B_BW.INP and

PSEUDO_FOCB_120817_r6_R5B_BW.INP

5. Replace the bank erosion mapping file (addresses bank cells that completely eroded prior to completion of the model simulation) At the start of Year 27:

o Cold start the remediation by changing ISCIREM to 0 in C96 of the EFDC.INP file o Replace the Bank Erosion mapping input file with BEMAP_SED9MOD_PostRem_Year27‐52.INP

Reach 7/8 Simulation

1. General Model Execution Begin the model simulation using the following files:

o Remediation map: REMMAP_SED9mod_120821_r7_rem.INP o Remediation schedule: REMSCHEDULE_SED9mod_120821_r7_rem.INP

NOTE: REMMAP file contains remediation code WMCHNRPL (see C97 in EFDC_R78_SED9_CMSBASESED9mod_2005_100820.INP) which simulates mechanical removal of sediment in the wet (without replacement) to allow for a cap to be installed later in the simulation

2. Simulation of Delayed Cap Placement in Reach 7 Impoundments (prior to Reach 8 removal) Stop the model after completion of Year 8. At the start of Year 9, restart the model

using remediation map file REMMAP_SED9mod_120821_r7_ecap.INP and remediation schedule file REMSCHEDULE_SED9mod_120821_r7_ecap.INP

3. Simulation of Removal in Reach 8 (without placement of a cap) Stop the model after completion of Year 12. At the start of Year 13, restart the model

using remediation map file REMMAP_SED9mod_120821_r8_rem.INP and remediation schedule file REMSCHEDULE_SED9mod_120821_r8_rem.INP

Anchor QEA, LLC February 13, 2013

             

                                                

                

                                                

                  

NOTE: REMMAP file contains remediation code WHYDNRPL (see C97 EFDC.INP) which simulates hydraulic removal of sediment in the wet (without replacement) to allow for a cap to be installed later in the simulation

4. Simulation of Cap Placement in Rising Pond Stop the model after completion of Year 13. At the start of Year 14, restart the model

using remediation map file REMMAP_SED9mod_120821_r8_ecap.INP and remediation schedule file REMSCHEDULE_SED9mod_120821_r8_ecap.INP

Anchor QEA, LLC February 13, 2013

__________________________________________________________

SDMS REPOSITORY TARGET SHEET

US EPA New England Superfund Document Management System /

RCRA Document Management System Native Files Target Sheet

SDMS Document ID #:_533712____________________________

Site Name: _GE - Housatonic River________________________

File Type(s) Attached (examples: Excel file or .jpg):

_.INP___________________________________________

Document Type this Target Sheet Represents: [ ] Map [ ] Photograph [ ] Graph/Chart

[ ] Video [ ] Compact Disc [ X ] Other (Specify below)

Description or Comments: _Modeling Files_____________________________________________

To view the attached files, open the “Attachment Panel”

by clicking the paper clip - - in the left side panel of this window.

** Please note to view attachments the software corresponding with

the specified file type is necessary. **

For any additional assistance please contact the EPA New England Office of Site Remediation and Restoration Records and Information Center-

Telephone (617) 918 1440

c file bemap.inp - bank erosian bank to channel mapping filec header: nbepair - number of bank, channel pairsc nbeser - number of bank erosion time seriesc data: ibank,jbank - bank cell locationc ichan,jchan - channel cell locationc nberern - id of bank erosion time seriesc fbeser - fraction of time series erosion rate use for this cell paircc nbepair nbeserc ibank jbank ichan jchan nbesern fbeser 107 1 23 189 22 189 1 2.4263E-03 23 190 22 190 1 2.4263E-03 22 159 22 160 1 2.1174E-02 25 158 24 158 1 6.5592E-03 25 159 24 159 1 6.5592E-03 24 192 24 193 1 1.5274E-03 21 192 22 192 1 1.4686E-03 21 191 22 191 1 1.4686E-03 21 190 22 190 1 1.4686E-03 21 189 22 189 1 1.4686E-03 21 186 22 186 1 2.1679E-03 21 185 22 185 1 2.1679E-03 22 184 23 184 1 2.1679E-03 23 183 24 183 1 2.1679E-03 25 182 25 183 1 2.1679E-03 26 182 26 183 1 2.1679E-03 27 182 27 183 1 2.1679E-03 27 182 28 182 1 2.1679E-03 30 183 29 183 1 7.9532E-03 27 184 27 183 1 7.9532E-03 28 184 28 183 1 7.9532E-03 28 180 28 181 1 7.9532E-03 25 180 26 180 1 2.2783E-03 25 179 26 179 1 2.2783E-03 25 178 26 178 1 2.2783E-03 26 177 26 178 1 2.2783E-03 27 177 27 178 1 2.2783E-03 28 177 28 178 1 2.2783E-03 29 177 29 178 1 2.2783E-03 30 175 30 176 1 1.0621E-02 29 174 29 175 1 1.0621E-02 32 176 31 176 1 1.0621E-02 32 177 31 177 1 1.0621E-02 27 173 28 173 1 5.4201E-03 27 174 28 174 1 5.4201E-03 27 175 28 175 1 5.4201E-03 28 176 28 175 1 5.4201E-03 28 165 28 166 1 4.2982E-03 29 166 28 166 1 4.2982E-03 29 167 28 167 1 4.2982E-03 29 168 28 168 1 4.2982E-03 24 165 24 166 1 4.0053E-03 25 165 25 166 1 4.0053E-03 21 164 20 164 1 4.3813E-03 21 165 21 166 1 4.3813E-03 22 165 22 166 1 4.3813E-03 19 164 20 164 1 9.8103E-04 19 165 20 165 1 9.8103E-04 19 166 20 166 1 9.8103E-04 19 146 19 147 1 1.6721E-03 18 147 19 147 1 1.6721E-03 18 148 19 148 1 1.6721E-03 18 149 19 149 1 1.6721E-03 18 150 19 150 1 1.6721E-03 18 151 19 151 1 1.6721E-03 19 152 19 151 1 1.6721E-03 19 144 19 145 1 9.0610E-04 20 143 20 144 1 9.0610E-04 21 143 21 144 1 9.0610E-04 22 143 22 144 1 9.0610E-04 24 144 23 144 1 9.0610E-04 24 144 24 145 1 9.0610E-04 23 146 24 146 1 9.0610E-04 17 143 18 143 1 1.4999E-03 17 144 18 144 1 1.4999E-03 17 145 18 145 1 1.4999E-03 18 141 19 141 1 1.4999E-03 18 142 18 143 1 1.4999E-03 18 146 18 145 1 1.4999E-03 19 140 19 141 1 1.4999E-03 18 142 19 142 1 1.4999E-03 19 146 19 145 1 1.4999E-03 20 140 20 141 1 1.4999E-03 22 138 23 138 1 2.5813E-03 19 135 18 135 1 2.5813E-03 19 135 19 136 1 2.5813E-03 20 135 20 136 1 2.5813E-03 21 135 21 136 1 2.5813E-03 22 135 22 136 1 2.5813E-03 23 136 22 136 1 2.5813E-03 23 136 23 137 1 2.5813E-03 17 133 18 133 1 9.0363E-06 17 134 18 134 1 9.0363E-06 17 135 18 135 1 9.0363E-06 17 136 18 136 1 9.0363E-06 18 132 18 133 1 9.0363E-06 18 137 18 136 1 9.0363E-06 19 132 19 133 1 9.0363E-06 20 132 20 133 1 9.0363E-06 19 130 19 131 1 1.1406E-04 20 130 20 131 1 1.1406E-04 22 133 21 133 1 1.1406E-04 21 134 21 133 1 1.1406E-04 22 132 21 132 1 1.1406E-04 19 127 18 127 1 7.8615E-03 19 128 18 128 1 7.8615E-03 17 126 18 126 1 7.0492E-03 18 125 18 126 1 7.0492E-03 19 125 19 126 1 7.0492E-03 20 125 20 126 1 7.0492E-03 21 126 22 126 1 4.0332E-04 23 126 22 126 1 4.0332E-04 23 125 22 125 1 4.0332E-04 23 124 22 124 1 1.8798E-05 24 122 24 123 1 6.2769E-03 25 122 25 123 1 6.2769E-03 26 123 25 123 1 6.2769E-03

******************************************************************************* ** WELCOME TO THE ENVIRONMENTAL FLUID DYNAMICS COMPUTER CODE SERIES ** DEVELOPED BY JOHN M. HAMRICK. ** ** THIS IS THE MASTER INPUT FILE EFDC.INP, AND SHOULD BE USED WITH THE ** EPA VER 1A OR LATER. GENERATED WITH DYNAMIC SOLUTIONS' EFDC_EXPLORER. ** ** THIS FILE IS SELF DOCUMENTED WITH DEFINITIONS AND GUIDANCE FOR EACH ** INPUT VARIABLE CONTAINED IN ITS CARD IMAGE SECTION. REFER TO USERS MAN ** AVAILABLE FROM DEVELOPER AT HAM@VISI.NET FOR ADDTIONAL DOCUMENTATION ** *******************************************************************************C1 TITLE FOR RUN** TITLE OR IDENTIFIER FOR THIS INPUT FILE AND RUN*C1 (LIMIT TO 80 CHARACTERS LENGTH) Housatonic River Projection Runs-------------------------------------------------------------------------------C2 RESTART, GENERAL CONTROL AND AND DIAGNOSTIC SWITCHES |* |* ISRESTI: 1 FOR READING INITIAL CONDITIONS FROM FILE restart.inp |* -1 AS ABOVE BUT ADJUST FOR CHANGING BOTTOM ELEVATION |* 2 INTIALIZES A KC LAYER RUN FROM A KC/2 LAYER RUN FOR KC.GE.4 |* 10 FOR READING IC'S FROM restart.inp WRITTEN BEFORE 8 SEPT 92 |* ISRESTO:-1 FOR WRITING RESTART FILE restart.out AT END OF RUN |* N INTEGER.GE.0 FOR WRITING restart.out EVERY N REF TIME PERIODS|* ISRESTR: 1 FOR WRITING RESIDUAL TRANSPORT FILE restran.out |* ISLOG: 1 FOR WRITING LOG FILE efdc.log |* ISPAR: 0 FOR EXECUTION OF CODE ON A SINGLE PROCESSOR MACHINE |* 1 FOR PARALLEL EXECUTION, PARALLELIZING PRIMARILY OVER LAYERS |* 2 FOR PARALLEL EXECUTION, PARALLELIZING PRIMARILY OVER |* NDM HORIZONTAL GRID SUBDOMAINS, SEE CARD CARD C9 |* ISDIVEX: 1 FOR WRITING EXTERNAL MODE DIVERGENCE TO SCREEN |* ISNEGH: 1 FOR SEARCHING FOR NEGATIVE DEPTHS AND WRITING TO SCREEN |* ISMMC: 1 FOR WRITING MIN AND MAX VALUES OF SALT AND DYE |* CONCENTRATION TO SCREEN |* ISBAL: 1 FOR ACTIVATING MASS, MOMENTUM AND ENERGY BALANCES AND |* WRITING RESULTS TO FILE bal.out |* I2TIM: 1 FOR wk: need update desc |* ISH0W: 1 TO SHOW PUV&S ON SCREEN, SEE INSTRUCTIONS FOR FILE show.inp |* |C2 ISRESTI ISRESTO ISRESTR ISPAR ISLOG ISDIVEX ISNEGH ISMMC ISBAL I2TIM ISHOW| 0 -1 0 0 0 0 2 0 1 1 0 -------------------------------------------------------------------------------C3 EXTERNAL MODE SOLUTION OPTION PARAMETERS AND SWITCHES** RP: OVER RELAXATION PARAMETER* RSQM: TRAGET SQUARE RESIDUAL OF ITERATIVE SOLUTION SCHEME* ITERM: MAXIMUN NUMBER OF ITERARTIONS* IRVEC: 0 STANDARD RED-BLACK SOR SOLUTION* 1 MORE VECTORIZABLE RED-BLACK SOR (FOR RESEARCH PURPOSES)* 2 RED-BLACK ORDERED CONJUGATE GRADIENT SOLUTION* 3 REDUCED SYSTEM R-B CONJUGATE GRADIENT SOLUTION* 9 WETTING/DRYING - CON GRADIENT SOLUTION WITH MAXIMUM DIAGNOSTICS* RPADJ: RELAXATION PARAMETER FOR AUXILLARY POTENTIAL ADJUSTMENT* OF THE MEAN MASS TRANSPORT ADVECTION FIELD* (FOR RESEARCH PURPOSES)* RSQMADJ: TRAGET SQUARED RESIDUAL ERROR FOR ADJUSTMENT* (FOR RESEARCH PURPOSES)* ITRMADJ: MAXIMUM ITERARTIONS FOR ADJUSTMENT(FOR RESEARCH PURPOSES)* ITERHPM: MAXIMUM ITERATIONS FOR STRONGLY NONLINER DRYING AND WETTING* SCHEME (ISDRY=3 OR OR 4) ITERHPM.LE.4* IDRYCK: ITERATIONS PER DRYING CHECK (ISDRY.GE.1) 2.LE.IDRYCK.LE.20* ISDSOLV: 1 TO WRITE DIAGNOSTICS FILES FOR EXTERNAL MODE SOLVER* FILT: FILTER COEFFICIENT FOR 3 TIME LEVEL EXPLICIT ( 0.0625 )* 9C3 RP RSQM ITERM IRVEC RPADJ RSQMADJ ITRMADJ ITERHPM IDRYCK ISDSOLV FILT 1.8 1.E-10 9999 9 1.8 1.E-16 1000 4 20 0 .0625-------------------------------------------------------------------------------C4 LONGTERM MASS TRANSPORT INTEGRATION ONLY SWITCHES** ISLTMT: 1 FOR LONG-TERM MASS TRANSPORT ONLY (FOR RESEARCH PURPOSES)* ISSSMMT: 0 WRITES MEAN MASS TRANSPORT TO RESTRAN.OUT AFTER EACH* AVERAGING PERIOD (FOR RESEARCH PURPOSES)* 1 WRITES MEAN MASS TRANSPORT TO RESTRAN.OUT AFTER LAST* AVERAGING PERIOD (FOR RESEARCH PURPOSES)* ISLTMTS: 0 ASSUMES LONG-TERM TRANSPORT SOLUTION IS TRANSIENT* (FOR RESEARCH PURPOSES)* 1 ASSUMES LONG-TERM TRANSPORT SOLUTION IS ITERATED TOWARD* STEADY STATE (FOR RESEARCH PURPOSES)* ISIA: 1 FOR IMPLICIT LONG-TERM ADVECTION INTEGRATION FOR ZEBRA* VERTICAL LINE R-B SOR (FOR RESEARCH PURPOSES)* RPIA: RELAXATION PARAMETER FOR ZEBRA SOR(FOR RESEARCH PURPOSES)* RSQMIA: TRAGET RESIDUAL ERROR FOR ZEBRA SOR (FOR RESEARCH PURPOSES)* ITRMIA: MAXIMUM ITERATIONS FOR ZEBRA SOR (FOR RESEARCH PURPOSES)* ISAVEC: 1 USE ALTIVEC ENABLED SUBROUTINES (MAC G4 ONLY) *C4 ISLTMT ISSSMMT ISLTMTS ISIA RPIA RSQMIA ITRMIA ISAVEC 0 2 0 0 1.8 1E-10 100 0-------------------------------------------------------------------------------C5 MOMENTUM ADVEC AND HORIZ DIFF SWITCHES AND MISC SWITCHES** ISCDMA: 1 FOR CENTRAL DIFFERENCE MOMENTUM ADVECTION* 0 FOR UPWIND DIFFERENCE MOMENTUM ADVECTION* 2 FOR EXPERIMENTAL UPWIND DIFF MOM ADV (FOR RESEACH PURPOSES)* ISAHMF: 1 TO ACTIVE HORIZONTAL MOMENTUM DIFFUSION* ISDISP: 1 CALCULATE MEAN HORIZONTAL SHEAR DISPERSION TENSOR * OVER LAST MEAN MASS TRANSPORT AVERAGING PERIOD* ISWASP: 4 OR 5 TO WRITE FILES FOR WASP4 OR WASP5 MODEL LINKAGE, 99 - CE-QUAL-ICM* ISDRY: 0 NO WETTING & DRYING OF SHALLOW AREAS* 1 CONSTANT WETTING DEPTH SPECIFIED BY HWET ON CARD 11* WITH NONLINEAR ITERATIONS SPECIFIED BY ITERHPM ON CARD C3* 2 VARIABLE WETTING DEPTH CALCULATED INTERNALLY IN CODE* WITH NONLINEAR ITERATIONS SPECIFIED BY ITERHPM ON CARD C3* 11 SAME AS 1, WITHOUT NONLINEAR ITERATION * -11 SAME AS 11 BUT WITH CELL MASKING* 99 VARIABLE WETTING & DRYING USING CELL FACES* -99 SAME AS 11 BUT WITH CELL MASKING* ISQQ: 1 TO USE STANDARD TURBULENT INTENSITY ADVECTION SCHEME* ISRLID: 1 TO RUN IN RIGID LID MODE (NO FREE SURFACE)* ISVEG: 1 TO IMPLEMENT VEGETATION RESISTANCE* 2 IMPLEMENT WITH DIAGNOSTICS TO FILE CBOT.LOG* ISVEGL: 1 TO INCLUDE LAMINAR FLOW OPTION IN VEGETATION RESISTANCE* ISITB: 1 FOR IMPLICIT BOTTOM & VEGETATION RESISTANCE IN EXTERNAL MODE* FOR SINGLE LAYER APPLICATIONS (KC=1) ONLY* ISEVER: 1 TO DEFAULT TO EVERGLADES HYDRO SOLUTION OPTIONS* IINTPG: 0 ORIGINAL INTERNAL PRESSURE GRADIENT FORMULATION |* 1 JOCABIAN FORMULATION |* 2 FINITE VOLUME FORMULATION |* 11 |C5 ISCDMA ISAHMF ISDISP ISWASP ISDRY ISQQ ISRLID ISVEG ISVEGL ISITB ISEVER IINTPG | 0 0 0 0 -99 1 0 1 0 2 0 0-------------------------------------------------------------------------------C6 DISSOLVED AND SUSPENDED CONSTITUENT TRANSPORT SWITCHES* TURB INT=0,SAL=1,TEM=2,DYE=3,SFL=4,TOX=5,SED=6,SND=7,CWQ=8** ISTRAN: 1 OR GREATER TO ACTIVATE TRANSPORT* ISTOPT: NONZERO FOR TRANSPORT OPTIONS, SEE USERS MANUAL* ISCDCA: 0 FOR STANDARD DONOR CELL UPWIND DIFFERENCE ADVECTION* 1 FOR CENTRAL DIFFERENCE ADVECTION FOR THREE TIME LEVEL STEPS* 2 FOR EXPERIMENTAL UPWIND DIFFERENCE ADVECTION (FOR RESEARCH)* ISADAC: 1 TO ACTIVATE ANTI-NUMERICAL DIFFUSION CORRECTION TO* STANDARD DONOR CELL SCHEME* ISFCT: 1 TO ADD FLUX LIMITING TO ANTI-NUMERICAL DIFFUSION CORRECTION* ISPLIT: 1 TO OPERATOR SPLIT HORIZONTAL AND VERTICAL ADVECTION* (FOR RESEARCH PURPOSES)* ISADAH: 1 TO ACTIVATE ANTI-NUM DIFFUSION CORRECTION TO HORIZONTAL* SPLIT ADVECTION STANDARD DONOR CELL SCHEME (FOR RESEARCH)* ISADAV: 1 TO ACTIVATE ANTI-NUM DIFFUSION CORRECTION TO VERTICAL* SPLIT ADVECTION STANDARD DONOR CELL SCHEME (FOR RESEARCH)* ISCI: 1 TO READ CONCENTRATION FROM FILE RESTART.INP* ISCO: 1 TO WRITE CONCENTRATION TO FILE RESTART.OUT*C6 ISTRAN ISTOPT ISCDCA ISADAC ISFCT ISPLIT ISADAH ISADAV ISCI ISCO 1 0 0 0 0 0 0 0 0 1 !TURB 0 0 0 0 0 0 0 0 0 0 0 !SAL 1 0 0 0 0 0 0 0 0 0 0 !TEM 2 0 0 0 0 0 0 0 0 0 0 !DYE 3 0 0 0 0 0 0 0 0 0 0 !SFL 4 1 0 0 0 0 0 0 0 0 1 !TOX 5 1 0 0 0 0 0 0 0 0 1 !SED 6 1 0 0 0 0 0 0 0 0 1 !SND 7 0 0 0 0 0 0 0 0 0 0 !CWQ 8-------------------------------------------------------------------------------C7 TIME-RELATED INTEGER PARAMETERS** NTC: NUMBER OF REFERENCE TIME PERIODS IN RUN* NTSPTC: NUMBER OF TIME STEPS PER REFERENCE TIME PERIOD* NLTC: NUMBER OF LINEARIZED REFERENCE TIME PERIODS* NLTC: NUMBER OF TRANSITION REF TIME PERIODS TO FULLY NONLINEAR* NTCPP: NUMBER OF REFERENCE TIME PERIODS BETWEEN FULL PRINTED OUTPUT* TO FILE EFDC.OUT* NTSTBC: NUMBER OF REFERENCE TIME PERIODS BETWEEN TWO TIME LEVEL* TRAPEZOIDAL CORRECTION TIME STEP, **&MASS BALANCE PRINT INTERVAL*** NTCNB: NUMBER OF REFERENCE TIME PERIODS WITH NO BUOYANCY FORCING* NTCVB: NUMBER OF REF TIME PERIODS WITH VARIABLE BUOYANCY FORCING* NTSMMT: NUMBER OF NUMBER OF REF TIME TO AVERAGE OVER TO OBTAIN* RESIDUAL OR MEAN MASS TRANSPORT VARIABLES* NFLTMT: USE 1 (FOR RESEARCH PURPOSES)* NDRYSTP: MIN NO. OF TIME STEPS A CELL REMAINS DRY AFTER INTIAL DRYING* -NDRYSTP FOR ISDRY=-99 TO ACTIVATE WASTING WATER IN DRY CELLS C7 NTC NTSPTC NLTC NTTC NTCPP NTSTBC NTCNB NTCVB NTSMMT NFLTMT NDRYSTP 365 1728000 0 0 10 4 0 0 72000 1 100------------------------------------------------------------------------------C8 TIME-RELATED REAL PARAMETERS** TCON: CONVERSION MULTIPLIER TO CHANGE TBEGIN TO SECONDS* TBEGIN: TIME ORIGIN OF RUN* TREF: REFERENCE TIME PERIOD IN SEC (IE 44714.16S OR 86400S)* CORIOLIS: CONSTANT CORIOLIS PARAMETER IN 1/SEC =2*7.29E-5*SIN(LAT)* ISCORV: 1 TO READ VARIABLE CORIOLIS COEFFICIENT FROM LXLY.INP FILE* ISCCA: WRITE DIAGNOSTICS FOR MAX CORIOLIS-CURV ACCEL TO FILEEFDC.LOG* ISCFL: 1 WRITE DIAGNOSTICS OF MAX THEORETICAL TIME STEP TO CFL.OUT* GT 1 TIME STEP ONLY AT INTERVAL ISCFL FOR ENTIRE RUN* ISCFLM: 1 TO MAP LOCATIONS OF MAX TIME STEPS OVER ENTIRE RUN* DTSSFAC: DYNAMIC TIME STEPPING IF 0.0.LT.DTSSFAC.LT.1.0* DTSSDHDT: DYNAMIC TIME STEPPING FACTOR FOR RATE OF DEPTH CHANGE* MaxCourC8 TCON TBEGIN TREF CORIOLIS ISCORV ISCCA ISCFL ISCFLM DTSSFAC DTSSDHDT 86400 9497 86400 0.000064 0 0 0 0 0.85 0.50-------------------------------------------------------------------------------C9 SPACE-RELATED AND SMOOTHING PARAMETERS** KC: NUMBER OF VERTICAL LAYER* IC: NUMBER OF CELLS IN I DIRECTION* JC: NUMBER OF CELLS IN J DIRECTION* LC: NUMBER OF ACTIVE CELLS IN HORIZONTAL + 2* LVC: NUMBER OF VARIABLE SIZE HORIZONTAL CELLS* ISCO: 1 FOR CURVILINEAR-ORTHOGONAL GRID (LVC=LC-2)* NDM: NUMBER OF DOMAINS FOR HORIZONTAL DOMAIN DECOMPOSITION* ( NDM=1, FOR MODEL EXECUTION ON A SINGLE PROCESSOR SYSTEM OR* NDM=MM*NCPUS, WHERE MM IS AN INTEGER AND NCPUS IS THE NUMBER* OF AVAILABLE CPU'S FOR MODEL EXECUTION ON A PARALLEL MULTIPLE PROCESSOR SYSTEM )* LDM: NUMBER OF WATER CELLS PER DOMAIN (LDM=(LC-2)/NDM, FOR MULTIPE VECTOR PROCESSORS, * LDM MUST BE AN INTEGER MULTIPLE OF THE VECTOR LENGTH OR * STRIDE NVEC THUS CONSTRAINING LC-2 TO BE AN INTEGER MULTIPLE OF NVEC )* ISMASK: 1 FOR MASKING WATER CELL TO LAND OR ADDING THIN BARRIERS* USING INFORMATION IN FILE MASK.INP* ISPGNS: 1 FOR IMPLEMENTING A PERIODIC GRID IN COMP N-S DIRECTION OR* CONNECTING ARBITRATY CELLS USING INFO IN FILE MAPPGNS.INP* NSHMAX: NUMBER OF DEPTH SMOOTHING PASSES* NSBMAX: NUMBER OF INITIAL SALINITY FIELD SMOOTHING PASSES* WSMH: DEPTH SMOOTHING WEIGHT* WSMB: SALINITY SMOOTHING WEIGHT* * *C9 KC IC JC LC LVC ISCO NDM LDM ISMASK ISPGNS NSHMAX NSBMAX WSMH WSMB 1 45 307 4394 4392 1 1 4392 1 0 0 0 .03125 .0625-------------------------------------------------------------------------------C10 LAYER THICKNESS IN VERTICAL** THICKNESS OF EACH VERTICAL LAYER, 1 = BOTTOM* LAYER THICKNESSES MUST SUM TO 1.0*C10 LAYER NUMBER DIMENSIONLESS LAYER THICKNESSS 1 1.0-------------------------------------------------------------------------------C11 GRID, ROUGHNESS AND DEPTH PARAMETERS** DX: CARTESIAN CELL LENGTH IN X OR I DIRECTION* DY: CARTESION CELL LENGHT IN Y OR J DIRECTION* DXYCVT: MULTIPLY DX AND DY BY TO OBTAIN METERS* IMD: GREATER THAN 0 TO READ MODDXDY.INP FILE* ZBRADJ: LOG BDRY LAYER CONST OR VARIABLE ROUGH HEIGHT ADJ IN METERS* ZBRCVRT: LOG BDRY LAYER VARIABLE ROUGHNESS HEIGHT CONVERT TO METERS* HMIN: MINIMUM DEPTH OF INPUTS DEPTHS IN METERS* HADJ: ADJUCTMENT TO DEPTH FIELD IN METERS* HCVRT: CONVERTS INPUT DEPTH FIELD TO METERS* HDRY: DEPTH AT WHICH CELL OR FLOW FACE BECOMES DRY* HWET: DEPTH AT WHICH CELL OR FLOW FACE BECOMES WET* BELADJ: ADJUCTMENT TO BOTTOM BED ELEVATION FIELD IN METERS* BELCVRT: CONVERTS INPUT BOTTOM BED ELEVATION FIELD TO METERS* 0 1.C11 DX DY DXYCVT IMD ZBRADJ ZBRCVRT HMIN HADJ HCVRT HDRY HWET BELADJ BELCVRT 1 1 1 1 0.0 1. .001 0 1 .1 .15 -280.0 1C-------------------------------------------------------------------------------C11A TWO-LAYER MOMENTUM FLUX AND CURVATURE ACCELERATION CORRECTION FACTORS |C | ICK2COR: 0 NO CORRECTION | ICK2COR: 1 CORRECTION USING CK2UUC,CK2VVC,CK2UVC FOR CURVATURE | ICK2COR: 2 CORRECTION USING CK2FCX,CK2FCY FOR CURVATURE | CK2UUM: CORRECTION FOR UU MOMENTUM FLUX | CK2VVM: CORRECTION FOR UU MOMENTUM FLUX | CK2UVM: CORRECTION FOR UU MOMENTUM FLUX | CK2UUC: CORRECTION FOR UU CURVATURE ACCELERATION (NOT ACTIVE) | CK2VVC: CORRECTION FOR VV CURVATURE ACCELERATION (NOT ACTIVE) | CK2UVC: CORRECTION FOR UV CURVATURE ACCELERATION (NOT ACTIVE) | CK2FCX: CORRECTION FOR X EQUATION CURVATURE ACCELERATION | CK2FCY: CORRECTION FOR Y EQUATION CURVATURE ACCELERATION |C |C11A ICK2COR CK2UUM CK2VVM CK2UVM CK2UUC CK2VVC CK2UVC CK2FCX CK2FCY | 0 0 0 0 0 0 0 0 0-------------------------------------------------------------------------------C11B CORNER CELL BED STRESS CORRECTIONC ISCORTBC: 1 TO CORRECT BED STRESS AVERAGEING TO CELL CENTERS IN CORNERS 2 TO USE SPATIALLY VARYING CORRECTION FOR CELLS IN CORNERC.INP ISCORTBCD: 1 WRITE DIAGNOSTICS EVERY NSPTC TIME STEPS FSCORTBC: CORRECTION FACTOR, 0.0 LE FSCORTBC LE 1.0 1.0 = NO CORRECTION, 0.0 = MAXIMUM CORRECTION, 0.5 SUGGESTEDCC11B ISCORTBC ISCORTBCD FSCORTBC 1 0 0.414------------------------------------------------------------------------------- C12 TURBULENT DIFFUSION PARAMETERS | C | AHO: CONSTANT HORIZONTAL MOMENTUM AND MASS DIFFUSIVITY M*M/S | AHD: DIMESIONLESS HORIZONTAL MOMENTUM DIFFUSIVITY | AVO: BACKGROUND, CONSTANT OR MOLECULAR KINEMATIC VISCOSITY M*M/S | ABO: BACKGROUND, CONSTANT OR MOLECULAR DIFFUSIVITY M*M/S | AVMN: MINIMUM KINEMATIC EDDY VISCOSITY M*M/S | ABMN: MINIMUM EDDY DIFFUSIVITY M*M/S | VISMUD: CONSTANT FLUID MUD VISCOSITY M*M/S | AVBCON: EQUALS ZERO FOR CONSTANT VERTICAL VISCOSITY AND DIFFUSIVITY | WHICH ARE SET EQUAL TO AVO AND ABO OTHERWISE SET TO 1.0 | ZBRWALL: SIDE WALL LOG LAW ROUGHNESS HEIGHT | ISAVBMN: SET TO 1 TO ACTIVATE MIN VIS AND DIFF OF AVMN AND ABMN | ISFAVB: SET TO 1 OR 2 TO AVG OR SQRT FILTER AVV AND AVB | ISINWV: SET TO 1 TO ACTIVATE PARAMETERIZATION OF INTERNAL WAVE | GENERATED TURBULENCE | C 0.03 1.E-6 1.E-9 1.E-6 1.E-9 | C12 AHO AHD AVO ABO AVMN ABMN VISMUD AVBCON ZBRWALL ISAVBMN ISFAVB ISINWV | 0.0 0.0 1.E-6 1.E-9 1.E-6 1.E-9 1.E-4 1.0 0.0 0 2 0 -------------------------------------------------------------------------------C13 TURBULENCE CLOSURE PARAMETERS** VKC: VON KARMAN CONSTANT* CTURB1: TURBULENT CONSTANT (UNIVERSAL)* CTURB2: TURBULENT CONSTANT (UNIVERSAL)* CTE1: TURBULENT CONSTANT (UNIVERSAL)* CTE2: TURBULENT CONSTANT (UNIVERSAL)* CTE3: TURBULENT CONSTANT (UNIVERSAL)* QQMIN: MINIMUM TURBULENT INTENSITY SQUARED* QQLMIN: MINIMUM TURBULENT INTENSITY SQUARED TIME MACRO-SCALE* DMLMIN: MINIMUM DIMENSIONLESS MACRO-SCALE*C13 VKC CTURB1 CTURB2 CTE1 CTE2 CTE3 QQMIN QQLMIN DMLMIN .4 16.6 10.1 1.8 1.33 .53 1E-08 1E-12 .0001-------------------------------------------------------------------------------C14 TIDAL & ATMOSPHERIC FORCING, GROUND WATER AND SUBGRID CHANNEL PARAMETERS** MTIDE: NUMBER OF PERIOD (TIDAL) FORCING CONSTITUENTS* NWSER: NUMBER OF WIND TIME SERIES (0 SETS WIND TO ZERO)* NASER: NUMBER OF ATMOSPHERIC CONDITION TIME SERIES (0 SETS ALL ZERO)* ISGWI: 1 TO ACTIVATE SOIL MOISTURE BALANCE WITH DRYING AND WETTING* 2 TO ACTIVATE GROUNDWATER INTERACTION WITH BED AND WATER COL* ISCHAN: >0 ACTIVATE SUBGRID CHANNEL MODEL AND READ MODCHAN.INP* ISWAVE: 1 FOR WAVE CURRENT BOUNDARY LAYER REQUIRES FILE WAVE.INP* 2 FOR WCBL AND WAVE INDUCED CURRENTS REQUIRES FILE WAVE.INP* ITIDASM: 1 FOR TIDAL ELEVATION ASSIMILATION (NOT ACTIVE)* ISPERC: 1 TO PERCOLATE OR ELIMINATE EXCESS WATER IN DRY CELLS* ISBODYF: TO INCLUDE EXTERNAL MODE BODY FORCES FROM FBODY.INP* 1 FOR UNIFORM OVER DEPTH, 2 FOR SURFACE LAYER ONLY* ISPNHYDS: 1 FOR QUASI-NONHYDROSTATIC OPTION*C14 MTIDE NWSER NASER ISGWI ISCHAN ISWAVE ITIDASM ISPERC ISBODYF ISPNHYDS 0 0 0 1 0 0 0 0 0 0-------------------------------------------------------------------------------C15 PERIODIC FORCING (TIDAL) CONSTITUENT SYMBOLS AND PERIODS** SYMBOL: FORCING SYMBOL (CHARACTER VARIABLE) FOR TIDES, THE NOS SYMBOL* PERIOD: FORCING PERIOD IN SECONDS*C15 SYMBOL PERIOD------------------------------------------------------------------------------- C16 SURFACE ELEVATION OR PRESSURE BOUNDARY CONDITION PARAMETERS | C | NPBS: NUMBER OF SURFACE ELEVATION OR PRESSURE BOUNDARY CONDITIONS | CELLS ON SOUTH OPEN BOUNDARIES | NPBW: NUMBER OF SURFACE ELEVATION OR PRESSURE BOUNDARY CONDITIONS | CELLS ON WEST OPEN BOUNDARIES | NPBE: NUMBER OF SURFACE ELEVATION OR PRESSURE BOUNDARY CONDITIONS | CELLS ON EAST OPEN BOUNDARIES | NPBN: NUMBER OF SURFACE ELEVATION OR PRESSURE BOUNDARY CONDITIONS | CELLS ON NORTH OPEN BOUNDARIES | NPFOR: NUMBER OF HARMONIC FORCINGS | NPFORT: FORCING TYPE, 0=CONSTANT, 1=LINEAR, 2= QUADRATIC VARIATION | NPSER: NUMBER OF TIME SERIES FORCINGS | PDGINIT: ADD THIS CONSTANT ADJUSTMENT GLOBALLY TO THE SURFACE ELEVATION | C | C16 NPBS NPBW NPBE NPBN NPFOR NPFORT NPSER PDGINIT | 0 0 0 0 0 0 0 0.0------------------------------------------------------------------------------- C17 PERIODIC FORCING (TIDAL) SURF ELEV OR PRESSURE BOUNDARY COND. FORCINGS | C | NPFOR: FORCING NUMBER | SYMBOL: FORCING SYMBOL (FOR REFERENCE HERE ONLY) | AMPLITUDE: AMPLITUDE IN M (PRESSURE DIVIDED BY RHO*G), NPFORT=0 | COSINE AMPLITUDE IN M, NPFORT.GE.1 | PHASE: FORCING PHASE RELATIVE TO TBEGIN IN SECONDS, NPFORT=0 | SINE AMPLITUDE IN M, NPFORT.GE.1 | NOTE: FOR NPFORT=0 SINGLE AMPLITUDE AND PHASE ARE READ, FOR NPFORT=1 | CONST AND LINEAR COS AND SIN AMPS ARE READ FOR EACH FORCING, FOR | NPFORT=2, CONST, LINEAR, QUAD COS AND SIN AMPS ARE READ FOR EACH | FOR EACH FORCING | C | C17 NPFOR SYMBOL AMPLITUDE PHASE |------------------------------------------------------------------------------- C18 PERIODIC FORCING (TIDAL) SURF ELEV OR PRESSURE ON SOUTH OPEN BOUNDARIES | C | IPBS: I CELL INDEX OF BOUNDARY CELL | JPBS: J CELL INDEX OF BOUNDARY CELL | ISPBS: 0 FOR ELEVATION SPECIFIED | 1 FOR RADIATION-SEPARATION CONDITION, ZERO TANGENTIAL VELOCITY | 2 FOR RADIATION-SEPARATION CONDITION, FREE TANGENTIAL VELOCITY | NPFORS: APPLY HARMONIC FORCING NUMBER NPFORS | NPSERS: APPLY TIME SERIES FORCING NUMBER NPSERS | TPCOORDS: TANGENTIAL COORIDINATE ALONG BOUNDARY (NPFORT.GE.1) | C | C18 IPBS JPBS ISPBS NPFORS NPSERS TPCOORDS | ------------------------------------------------------------------------------- C19 PERIODIC FORCING (TIDAL) SURF ELEV OR PRESSURE ON WEST OPEN BOUNDARIES | C | IPBW: SEE CARD 19 | JPBW: | ISPBW: | NPFORW: | NPSERW: | TPCOORDW: | C | C19 IPBW JPBW ISPBW NPFORW NPSERW TPCOORDW | ------------------------------------------------------------------------------- C20 PERIODIC FORCING (TIDAL) SURF ELEV OR PRESSURE ON EAST OPEN BOUNDARIES | C | IPBE: SEE CARD 19 | JPBE: | ISPBE: | NPFORE: | NPSERE: | TPCOORDE: | C | C20 IPBE JPBE ISPBE NPFORE NPSERE TPCOORDE | ------------------------------------------------------------------------------- C21 PERIODIC FORCING (TIDAL) SURF ELEV OR PRESSURE ON NORTH OPEN BOUNDARIES | C | IPBN: SEE CARD 19 | JPBN: | ISPBN: | NPFORN: | NPSERN: | TPCOORDN: | C | C21 IPBN JPBN ISPBN NPFORN NPSERN TPCOORDN |-------------------------------------------------------------------------------C22 SPECIFY NUM OF SEDIMENT AND TOXICS AND NUM OF CONCENTRATION TIME SERIES** NTOX: NUMBER OF TOXIC CONTAMINANTS (DEFAULT = 1)* NSED: NUMBER OF COHESIVE SEDIMENT SIZE CLASSES (DEFAULT = 1)* NSND: NUMBER OF NON-COHESIVE SEDIMENT SIZE CLASSES (DEFAULT = 1)* NSSER: NUMBER OF SALINITY TIME SERIES* NTSER: NUMBER OF TEMPERATURE TIME SERIES* NDSER: NUMBER OF DYE CONCENTRATION TIME SERIES* NSFSER: NUMBER OF SHELLFISH LARVAE CONCENTRATION TIME SERIES* NTXSER: NUMBER OF TOXIC CONTAMINANT CONCENTRATION TIME SERIES* EACH TIME SERIES MUST HAVE DATA FOR NTOX TOXICICANTS* NSDSER: NUMBER OF COHESIVE SEDIMENT CONCENTRATION TIME SERIES* EACH TIME SERIES MUST HAVE DATA FOR NSED COHESIVE SEDIMENTS* NSNSER: NUMBER OF NON-COHESIVE SEDIMENT CONCENTRATION TIME SERIES* EACH TIME SERIES MUST HAVE DATA FOR NSND NON-COHESIVE SEDIMENTS* ISSBAL: SET TO 1 FOR SEDIENT MASS BALANCE ! JOHN & JI, 4/25/97*C22 NTOX NSED NSND NSSER NTSER NDSER NSFSER NTXSER NSDSER NSNSER ISSBAL 1 1 4 0 0 0 0 16 16 16 1-------------------------------------------------------------------------------C23 VELOCITY, VOLUMN SOURCE/SINK, FLOW CONTROL, AND WITHDRAWAL/RETURN DATA** NVBS: VEL BC (NOT USED)* NUBW: VEL BC (NOT USED)* NUBE: VEL BC (NOT USED)* NVBN: VEL BC (NOT USED)* NQSIJ: NUMBER OF CONSTANT AND/OR TIME SERIES SPECIFIED SOURCE/SINK* LOCATIONS (RIVER INFLOWS,ETC) .* NQJPIJ: NUMBER OF CONSTANT AND/OR TIME SERIES SPECIFIED SOURCE* LOCATIONS TREATED AS JETS/PLUMES .* NQSER: NUMBER OF VOLUME SOURCE/SINK TIME SERIES* NQCTL: NUMBER OF PRESSURE CONTROLED WITHDRAWAL/RETURN PAIRS* NQCTLT: NUMBER OF PRESSURE CONTROLED WITHDRAWAL/RETURN TABLES* NQWR: NUMBER OF CONSTANT OR TIME SERIES SPECIFIED WITHDRAWL/RETURN* PAIRS* NQWRSR: NUMBER OF TIME SERIES SPECIFYING WITHDRAWL,RETURN AND* CONCENTRATION RISE SERIES* ISDIQ: SET TO 1 TO WRITE DIAGNOSTIC FILE, DIAQ.OUT*C23 NVBS, NUBW, NUBE, NVBN, NQSIJ, NQJPIJ, NQSER, NQCTL, NQCTLT, NQWR, NQWRSR, ISDIQ 0 0 0 0 680 0 16 2 1 0 0 0-------------------------------------------------------------------------------C24 VOLUMETRIC SOURCE/SINK LOCATIONS, MAGNITUDES, AND CONCENTRATION SERIES** IQS: I CELL INDEX OF VOLUME SOURCE/SINK* JQS: J CELL INDEX OF VOLUME SOURCE/SINK* QSSE: CONSTANT INFLOW/OUTFLOW RATE IN M*M*M/S* NQSMUL: MULTIPLIER SWITCH FOR CONSTANT AND TIME SERIES VOL S/S* = 0 MULT BY 1. FOR NORMAL IN/OUTFLOW (L*L*L/T)* = 1 MULT BY DY FOR LATERAL IN/OUTFLOW (L*L/T) ON U FACE* = 2 MULT BY DX FOR LATERAL IN/OUTFLOW (L*L/T) ON V FACE* = 3 MULT BY DX+DY FOR LATERAL IN/OUTFLOW (L*L/T) ON U&V FACES* NQSMFF: IF NON ZERO ACCOUNT FOR VOL S/S MOMENTUM FLUX* = 1 MOMENTUM FLUX ON NEG U FACE* = 2 MOMENTUM FLUX ON NEG V FACE* = 3 MOMENTUM FLUX ON POS U FACE* = 4 MOMENTUM FLUX ON POS V FACE* NQSERQ: ID NUMBER OF ASSOCIATED VOLUMN FLOW TIME SERIES* NSSERQ: ID NUMBER OF ASSOCIATED SALINITY TIME SERIES* NTSERQ: ID NUMBER OF ASSOCIATED TEMPERATURE TIME SERIES* NDSERQ: ID NUMBER OF ASSOCIATED DYE CONC TIME SERIES* NSFSERQ: ID NUMBER OF ASSOCIATED SHELL FISH LARVAE RELEASE TIME SERIES* NTXSERQ: ID NUMBER OF ASSOCIATED TOXIC CONTAMINANT CONC TIME SERIES* NSDSERQ: ID NUMBER OF ASSOCIATED COHESIVE SEDIMENT CONC TIME SERIES* NSNSERQ: ID NUMBER OF ASSOCIATED NON-COHESIVE SED CONC TIME SERIES* QSFACTOR: FACTOR FOR FLOW SERIES*C24 IQS JQS QSSE NQSMUL NQSMFF NQSERQ NS- NT- ND- NSF- NTX- NSD- NSN- QSFACTOR 10 305 0 0 0 1 0 0 0 0 1 1 1 1 8 305 0 0 0 2 0 0 0 0 2 2 2 1 34 260 0 0 0 3 0 0 0 0 3 3 3 1 26 125 0 0 0 4 0 0 0 0 4 4 4 1 20 97 0 0 0 5 0 0 0 0 5 5 5 1 22 191 0 0 0 6 0 0 0 0 6 6 6 1 14 283 0 0 0 7 0 0 0 0 7 7 7 1 15 283 0 0 0 7 0 0 0 0 7 7 7 1 16 283 0 0 0 7 0 0 0 0 7 7 7 1 31 283 0 0 0 7 0 0 0 0 7 7 7 1 13 284 0 0 0 7 0 0 0 0 7 7 7 1 14 284 0 0 0 7 0 0 0 0 7 7 7 1 16 284 0 0 0 7 0 0 0 0 7 7 7 1 31 284 0 0 0 7 0 0 0 0 7 7 7 1 6 285 0 0 0 7 0 0 0 0 7 7 7 1 7 285 0 0 0 7 0 0 0 0 7 7 7 1 8 285 0 0 0 7 0 0 0 0 7 7 7 1 9 285 0 0 0 7 0 0 0 0 7 7 7 1 10 285 0 0 0 7 0 0 0 0 7 7 7 1 11 285 0 0 0 7 0 0 0 0 7 7 7 1 12 285 0 0 0 7 0 0 0 0 7 7 7 1 13 285 0 0 0 7 0 0 0 0 7 7 7 1 16 285 0 0 0 7 0 0 0 0 7 7 7 1 17 285 0 0 0 7 0 0 0 0 7 7 7 1 18 285 0 0 0 7 0 0 0 0 7 7 7 1 19 285 0 0 0 7 0 0 0 0 7 7 7 1 20 285 0 0 0 7 0 0 0 0 7 7 7 1 21 285 0 0 0 7 0 0 0 0 7 7 7 1 22 285 0 0 0 7 0 0 0 0 7 7 7 1 23 285 0 0 0 7 0 0 0 0 7 7 7 1 24 285 0 0 0 7 0 0 0 0 7 7 7 1 25 285 0 0 0 7 0 0 0 0 7 7 7 1 26 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